Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Eprocure
Opening Date15 Dec 2018
Closing Date3 Jan 2019
Tender Amount₹ 68,48,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Road B

12.32

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5799.6

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Road C

3.67

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5745.6

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Road D

5.69

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5924.9

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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Road A

53.467

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25.4

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Road B

164.267

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25.3

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Road C

48.933

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25.4

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Road D

75.867

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25.4

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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Road A

6086

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7.8

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Road B

6903.5

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7.8

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Road C

3793

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7.9

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Road D

4715.5

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7.8

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Providing, laying and rolling of open-graded premix carpet by Mechanical Means of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (as per RRM -SP-20-2002 cl.8.7.5.2 pp199 table 8.17,passing 22.4 sieve ~retaining11.20 mm sieve @ 0.18 cum per 10 sqm. & and passing 13.2mm ~retaining 5.6mm sieve @0.09 cum per 10 sqm) using penetration grade S-90 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508.

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Road A

6086

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197.5

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Road B

6903.5

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197

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Road C

3793

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195.7

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Road D

4715.5

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199.4

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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type "C" by Mechanical Means(as per MoRD clase 510.3.5 using stone chips of 6.7mm size; 100% passing from 9.5 mm sieve & 100% retained on sieve 2.36mm @ 0.09 cum per 10 sqm. with 80/100 Bitumen @ 6.5 kg per 10 sqm) as per MORD Technical Sp. Cl. 510.3.5

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Road A

6086

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62.8

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Road B

6903.5

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62.6

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Road C

3793

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62.1

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Road D

4715.5

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63.4

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Construction of embankment with approved materials deposited at site from roadway cutting or excavation from drain and foundation of other structures or cutting and digging from borrow pit, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 303.1( compected upto 100% PD)

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Road A

320

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99.1

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Road B

354

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99.1

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Road C

200

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99.1

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Road D

230

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99.1

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Painting on iron work of readymix paint of superior quality as per PWD SI No. 645 or 646 with two coas complete work includinf all materials labour T&p etc complete wok.

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Road A

13.86

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46

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Road B

27.57

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46

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Road C

17.94

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46

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Road D

18.66

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46

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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 at Road sign , KM stone, 200 m Post ,Parapet of culverts etc.on Boards 2.5cm size UPPWD SI 817 upto 2.5 cm height

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Road A

600

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4

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Road B

600

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4

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Road C

600

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4

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Road D

600

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4

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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 at Road sign , KM stone, 200 m Post ,Parapet of culverts etc.On Km & Hectom UPPWD SI 818 2.5 to 8 cm height

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Road A

56

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6

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Road B

60

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6

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Road C

112

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6

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Road D

56

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6

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Kilo meter Stone 1110 x350 x250 mm top in semi circle painted in orange colour ( rate as per SoR 2018-19)

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-

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Hecto meter stone 1110 x150x150 mm ( rate as per SoR 2018-19)

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-

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Road A

3

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549.2

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Road B

5

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549.2

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Road C

3

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549.2

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Road D

3

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549.2

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Road sign board of size with LOGO sign above as per drawing & Tech.Sp. Cl.1701 ( rate as per SoR 2018-19)

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Road B

1

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9933.6



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